Results 11 to 20 of about 4,745 (262)

Load-carrying geosynthetic-reinforced soil bridge abutments [PDF]

open access: yesE3S Web of Conferences
This paper presents the summary of a comprehensive survey conducted to synthesize global information on bridges supported by “Load-carrying Geosynthetic Reinforced” (LC-GR) abutments that have been constructed so far.
Zornberg Jorge G., Morsy Amr M.
doaj   +2 more sources

Dynamic impedances of bridge abutments

open access: yes, 1992
The soil-structure interaction at bridge abutments may introduce important changes in the dynamic properties of short to medium span bridges. The paper presents the results obtained, through the use of the Boundary Element Method (B.E.M.) technique in several typical situations, including semiinfinite and layered media.
Alarcón Álvarez, Enrique   +2 more
openaire   +3 more sources

Deformation and force analysis of reinforced soil Bridge abutment under dynamic vehicle loading [PDF]

open access: yesScientific Reports
The Geosynthetic Reinforced Soil-Integrated Bridge System (i.e. GRS-IBS) was developed to address the bumping issue from differential settlement at bridge abutments.
Yan-li Dong   +4 more
doaj   +2 more sources

Computer-aided limit states analysis of bridge abutments

open access: yesElectronic Journal of Structural Engineering, 2001
This paper presents a computer program developed for limit states analysis of abutments. The program can perform both structural and geotechnical analysis of bridge abutments and check their resistances in compliance with limit states design criteria ...
M. Dicleli
doaj   +1 more source

Monitoring of a bridge with integral abutments

open access: yes, 2009
Preliminary results obtained from short term test-loading are used to illustrate possibilities of FEM used to calibrate complex interaction characteristics between a pile and soil in a bridge with integral abutments. The measurements are obtained during the winter season on the bridge over Leduån, in Northern Sweden.
Eriksen, Jörgen   +2 more
openaire   +2 more sources

Assessment of the Seismic Vulnerability of Bridge Abutments with 3D Numerical Simulations

open access: yesGeosciences, 2022
The role of abutments on the seismic vulnerability of bridges has been relatively little studied in geotechnical literature. To cover this gap, 3D numerical simulations were herein performed, by studying the seismic performance of three single-span ...
Davide Forcellini
doaj   +1 more source

NUMERICAL EVALUATION OF THE MODAL CHARACTERISTICS OF A BRIDGE ABUTMENT [PDF]

open access: yesProceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015), 2019
The seismic analysis of bridges needs to account for the effects of soil-structure interaction with methods that strike a reasonable balance between completeness and reliability of the numerical soil-structure interaction models. In view of this, focusing on the marked influence that the behaviour of the abutments can have on the seismic performance of
Davide Noè Gorini   +2 more
openaire   +1 more source

Design of GRS bridge abutment using river debris as backfill material [PDF]

open access: yesE3S Web of Conferences
The Horizon Project CIRCUIT (2024) seeks to construct a new bridge on a local road in the municipality of Črna na Koroškem, Slovenia, replacing the existing structure over a torrential creek.
Lenart Stanislav, Karumanchi Siva Ram
doaj   +1 more source

Comparison of various FEM approaches in analysis of passive earth pressures

open access: yesComputer Assisted Methods in Engineering and Science, 2018
Passive earth pressure is an important element in integral bridge design. Due to the integral connection between bridge deck and abutments, the integral bridge expansion and contraction under temperature action causes abutments to move together with the
Miroslav Pecník, Viktor Borzovič
doaj   +1 more source

Reducing Scour around Semi-Elliptical Bridge Abutments: Application of Roughness Elements

open access: yesFluids, 2023
Bridge abutments in river channels induce local scour. Recent research indicates that introducing roughness elements on the surface of the bridge abutments can influence the flow pattern around the abutment, reducing the intensity of eddies and diverting
Afsaneh Rezaie   +5 more
doaj   +1 more source

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